橫坡 的英文怎麼說

中文拼音 [héngpō]
橫坡 英文
cross slope
  • 橫 : 橫形容詞1. （蠻橫; 兇暴） harsh and unreasonable; perverse 2. （不吉利的; 意外的） unexpected
  • 坡 : Ⅰ名詞（地面傾斜的地方） slope Ⅱ形容詞（傾斜） sloping; slanting
  1. The study includes the hole color tv imagery system for drill hole, even - pole bore - hole acoustic system and acoustic meter, bore - hole multi - point consolidation apparatus, the quick camera computer - aid image for high rocky slope, image technology for layer analysis, safety monitoring technology for the section close to the dam, software for processing and forecasting the slope monitoring data, high precision geodesy monitoring automation system, etc. all the study results are new, advanced and practical, which has applied in the project and gained the obvious benefits

    鉆孔彩色電視孔壁成像系統、直接橫波測井研究偶極子井下聲系和聲波儀、鉆孔多點滲壓儀及壓模系統、巖質高邊坡快速攝像微機地質素描成圖、層析成像技術、近壩庫段安全監測技術、邊坡監測數據處理預報軟體研究、高精度大地測量監測自動化系統等項目，研究成果內容新、先進、實用，已在工程中應用，效益顯著。
  2. 4 ^ included the content of single - picture rectification, image enhance, cutaway view of cavity, all kinds of image revelation through mosaic, and dsm collection of tunnels, many image processing method is studied. 5 ^ the paper introduces the method of photogrammetry geology catalog. all kinds of projective graphs in various layers are received

    不同洞型影像的幾何糾正；不同邊坡影像的幾何糾正；糾正或鑲嵌像片的影像增強；洞室編錄縱/橫剖面圖；影像鑲嵌分別得到洞室影像展示圖、坡面正射影像圖、坡面正射影像鑲嵌圖；基坑的像對定向及dsm生成； 5 、研究了基於影像的地質編錄。
  3. The present nanyuan park is characterized by wide scenic view with gentle hillock and valley, intercrossing rivers and streams, its waterscape accounting for one third of the park

    今日南園，景域遼闊，空間寬暢，緩坡丘壑，溪流縱橫，水景佔全園面積三分之一。
  4. When change cross fall and stroke still might maintain the surface of bed movement balance ； the spring lays aside in box in vivo ； the structure is compact, also it could obtain the final ore concentrate and the final debris onetime

    在改變橫向坡度和沖程時仍可保持床面運行平衡，彈簧放置在箱體內，結構緊湊，且能一次得出最終精礦和最終尾礦。
  5. These dates were inscribed in an itinerary divided into columns, indicating the month, the day of the month, and the day for the stipulated and actual arrivals at each principal point, - paris, brindisi, suez, bombay, calcutta, singapore, hong kong, yokohama, san francisco, new york, and london, - from the 2nd of october to the 21st of december ; and giving a space for setting down the gain made or the loss suffered on arrival at each locality

    旅行日記上註明從10月2日起到12月21日止的月份日期星期幾預計到達每一重要地點的時期，以及實際到達的時間。重要的地點有巴黎布林迪西蘇伊士孟買加爾各答新加坡香港橫濱舊金山紐約利物浦倫敦。每到一處，查對一下這本旅行日記，就能算出早到或遲到多少時間。
  6. Often lack of fusion adjacent to the girder web in the transverse groove welds led to the cracking.

    在靠近主梁腹板的橫向坡口焊縫處常常出現未熔透而導致裂紋。
  7. The northern section dbl covered under this contract primarily comprises the construction of viaduct with some at grade sections and cut slopes at the northern end where the road passes through the northern extremity of the tsing shan range. it connects the hk - swc to the southern section near castle peak road

    合約項下的北段后海灣干線北段主要包括建造高架路，在北端設有地面路段和削坡，道路會在該處橫過青山嶺北端的山邊，把深港西部通道與青山公路附近的南段連接起來。
  8. A cross slope of one in fifty is usually enough.

    通常150的橫向坡度就已足夠。
  9. In order to direct the water to the forebav of the pump station from the original canal, a channel long 135 m is designed. it crosses through the terrain top with a depth of more than 50 m. soil of the channel slopes is a strongly - weathered silty and sandy mudstone with many well - developed reticular cracks and takes the structural surfaces almost same as the channel slopes

    東深供水工程金湖泵站位於塘廈鎮東面，屬低山、殘丘地貌，地面高程22 60m ；泵站前池進水渠橫切山脊，連接原東深供水河，設計開挖1條長135m的進水渠，坡高50多米，邊坡土質為強風化的粉砂質泥巖，網狀裂隙發育，結構面基本與坡面重合；坡體土質中含有較多的粘土礦物，具有遇水軟化的特性。
  10. Of an angle of over 70 degrees are ever - present while the south - west side is blanket - ed in snow all the year round. halfway up the mountain, ravines abound and gulles crisscross. " rolling stone " and " wolf s fang " areas scattered with huge rocks from t

    雪寶頂東北坡為70度以上的懸崖絕壁，西南坡終年積雪，山腰溝壑縱橫，通向頂峰之路又必經怪石崢嶸，險景叢生的滾石區和「狼牙區」 ，有較大的攀登難度，對登山探險者很有吸引力。
  11. The slope zone in northern biyang sag is characterized by complex structure, developed minor fault blocks, varied seismic vertical and horizontal velocities and difficult to get imaging, which result in that conventional imaging approaches are hard to meet the needs for exploration and development of this area

    摘要泌陽凹陷北部斜坡帶構造復雜，小斷塊發育，地震縱、橫向速度變化劇烈，成像困難，常規的地震成像方法成果難以滿足勘探開發的需要。
  12. According to the special surface structure and actualities that the city is extending along the transportation line and river region because of the restriction caused by the mountains in the two sides of every cities in qingyang. the author thinks it is not good to squeeze out the existence of cave dwellings during the course of urban construction, and it is necessary to emphasize the symbiosis between urban and cave dwellings. the author conceives that it is feasible to develop group - dwellings in the steep - sides of mountain and especially to adapt to constructing " climb - slope cave dwellings which are covered with earth "

    根據慶陽特殊的地表結構和城鎮發展受兩側山體限制而沿交通線與川區無限蔓延的現狀，筆者認為在慶陽城鎮建設中不應完全排擠窯居的存在，而是要強調城鎮與窯居的共生，並設想充分利用兩側陡坡地帶發展居住組團模式，建設新型「爬坡式覆土窯洞」建築群落，這種「城鎮型窯洞」可作為城鎮建設空間橫向的延續和拓展，防止城鎮呈線狀無限蔓延的畸形發展態勢；提倡運用現代科學技術對傳統窯洞民居進行改造與創新，要加快新式窯居的試點建設；建議積極開發慶陽窯洞旅遊資源，並提出了「窯洞地產」和「綠色窯洞產業」的全新概念。
  13. The writer put forward uneven subside index from analyzing highway transverse grade and longitudinal grade, then propose uneven subsidence formula of construction

    本文從高速公路的縱、橫坡要求出發，得出不均勻沉降指標，然後利用它得出工后容許沉降公式。
  14. The paper on the basis of the study on the control of the changing slope curve paving in theory, through the study on the responses of the screed to different input signal in condition of the erected string, the controller of the transverse gradient and the floating beam on the spot experimentations, and through the analyzes the three paving design method in theory and the experimentation, on through the analyzes the three paying design method in theory and the experimentation data, provides some material solving measures to solve the changing slope curve paving

    摘要根據彎道變坡攤鋪控制特性的理論研究，在工程實際中採用掛線法、橫坡控制器和浮動均衡梁進行了不同輸入激勵函數下熨平板響應的試驗研究，並通過對這3種攤鋪設計方法的理論和試驗數據的分析，提出了解決彎道變坡攤鋪的具體措施。
  15. Umbrellas in hands, they talked and laughed down the long path fenced since early years with horizontal stone plates, and soon disappeared in the high streets and back lanes

    他們撐著雨傘，一路說說笑笑，通過一段早年間用橫石片插起的長長的下坡路，不多時便紛紛消失在城市的大街小巷中。
  16. He walked uphill in the mire by the side of the mail, as the rest of the passengers did ; not because they had the least relish for walking exercise, under the circumstances, but because the hill, and the harness, and the mud, and the mail, were all so heavy that the horses had three times already come to a stop, beside once drawing the coach across the road, with the mutinous intent of taking it back to blackheath

    這人正隨著郵車跟其他乘客一起踏著泥濘步行上山。倒不是因為乘客們對步行鍛煉有什麼偏愛，而是因為那山坡那馬具那泥濘和郵件都太叫馬匹吃力，它們已經三次站立不動，有一次還拉著郵車橫過大路，要想叛變，把車拖回黑荒原去。
  17. With the using of microsoft visual basic 6. 0, a multimedia computer - aided design system of small type pumping irrigation district is developed in this paper. provided with the live multimedia messages as well as a good man - machine conversation mechanism, this system can help the user to finish the planning of an pumping irrigated area such as the layout of canal system, the selection of pump models, the establishment of the irrigation program, the calculating of canals " parameters, the estimate of the project magnitude, the selection of the field constructions, the economic analysis of the project, the output of results, etc, a new oo ( object oriented ) programming method is adopted in this system, various softwares are integrated in this systems as well by the " automation " technic provided by vb, in addition, the multimedia technic is applied to this system for the first time, it makes the system easy to ope rate. as for the optimization of the canals " section, a new optimization method is adopted based on the existing theories about the canals " section, and in this way, with the purpose of minimizing the project ' s investment as well as a stalized canal, limited by the longituding slope, the canals " best feasible parameters can be deduced. furthermore, a integral method to reckon the earth work is developed in this paper, by this way, the estimate precision of the earthwork is enhanced notably. this paper includes the particular illumination for the developing procedure of each systems " segment, and in the end, the directions of the system are demonstrated in a sample area which lies in the zhaija village, taizhou city, jiangsu province, the running results showed that the initial purposes are achieved effectively, and it has a preferable practicability

    在渠道縱橫斷面優化方面，本文在利用已經比較成熟的縱橫斷面優化理論的基礎上，提出以工程總費用最小為目標函數，以渠道縱坡i為控制變量，以渠道不沖不淤流速及灌區允許地面比降為約束條件，通過縱橫斷面聯動優化的方法得到渠道的最佳工程可行的斷面參數。另外，針對部分地區的取土困難的狀況，本文採用積分法計算渠道工程土方量，從而大大提高了土方量的估算精度，有助於準確控制工程投資規模及資金投向。本文詳細闡述了該系統所採用的編程方法、系統構成、系統各組成模塊的開發過程以及灌區規劃所採用的優化方法及原理，最後應用本系統對泰州市翟家村機電灌區進行規劃設計，運行結果證明其操作比較簡便，界面友好，運行速度快，規劃成果合理，基本達到了系統預定的要求，具備較強的實用性。
  18. The study results reveal some laws : ( 1 ) two failure modes exist in different obliquity slope and influence the internal force of soil nailing ; ( 2 ) the connection between face shield and soil nailing determines the distribution of the axial force along length ; ( 3 ) the influence of face shield involves its connection with soil nailing and its stiffness on soil nailing wall ; ( 4 ) the transversal effect of soil nailing depended on the joint of nail head is little ; ( 5 ) the maximum axial forces of other soil nailings except the first soil nailing increase gradually with excavation

    研究表明： （ 1 ）素土坡隨著坡角的變化，存在兩種破壞方式，破壞方式不同，土釘受力狀態不同； （ 2 ）土釘和面層的連接方式決定著土釘長度方向上的軸力分佈形態； （ 3 ）面層主要通過面層與土釘的連接和面層的本身剛度兩個方面對土釘內力和墻體變形產生影響； （ 4 ）土釘橫向抗剪抗彎作用的發揮程度和土釘釘頭的連接方式有關，但作用不大，實際設計時可以忽略其影響； （ 5 ）隨著坡體的開挖，第一排土釘的最大軸力變化不大，其它土釘的軸力都穩步增加。
  19. In this thesis, analysis of whole performance and interior mechanism of plain soil slope and soil nailing wall with flag finite difference program has been carried out. at the same time, the impacts on the internal force distribution of soil nailing and the deformation of soil nailing wall of many factors, including the connection between face shield and soil nailing, the friction decline between soil nailing and soil, the shear force & bending moment resistance of soil nailing, the cement crack in soil nailing, face shield, excavation, the obliquity of slope, and so on are studied in this thesis

    本文通過flac有限差分程序，分析了素土基坑和土釘墻體的整體性能和內在機理，研究了土釘和面層的連接變化、土釘表面性能的下降、土釘的橫向抗剪抗彎作用、土釘漿體的開裂、面層的有無、基坑的開挖過程、基坑放坡角度等因素對土釘內力分佈和土釘墻變形的影響。
  20. The practice indicates that if the change of the slope in length and breadth of road surface is under 0. 5 %, the problems above can be avoided, and this can be taken as the control criterion of discrepancy settlement of road widening engineering

    實踐表明，當路堤縱橫坡的改變量小於0 . 5時，能有效的避免上述問題的產生，並以此作為拼接拓寬工程的差異沉降控制標準。
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